SJ1513AN I I MATCHLINE - SEE SHEET 4 _
35 aoI MATCHLINE - SEE SHEET 2 476.14' _
S89' 6,'10" N89'32'0 223.55' N89'32'02"E 583.84'
N89'36110"E p 125.00'
125.00' N 34
4 O ,°�'Iq
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N82'2 " J o 0 126.89' I I cV
125.00, r00 33 I /� \ Ld
N 5 S80'18'p8"E n 25so J \ / I N I S�R`1E�'
100 0 I 100 N>1• � 127.20 25' �\ 225 GAS WELL SETBACK LINE I 1 /Ln
3S 02" ,9 32 gRY 0 TE N° 97 2
1 INCH 100 FT. 125.00, W S22°S9• r� / ` I 'i I N o EN$E STgAC
6 ^ � 128 10 'E
( O I I N GgE AB
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0 W °40, _ W) O
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o��?S 9`�9, v SB" / SOUTHWESTERN GAS PIPELINE, INC. I
8 00- /Y h 4 72j / js, g; I / / C.C. FILING NO. 2002 R0036380
h 4 �' Cry / CVOL. 5049 PG. 2416� to
C.C. FFILING NO. 2002 R00 6381
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lb (VOL.
D.R.D.C.T. URVEY I
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? ^ I4l ro0�0 o r8� / M 589'33'23"W 302.08'
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r? 21 °O. ��j Op \ \ \ po. \ HABITABLE STIR I I /% \
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60' 4 r 20 00, ,� ti� 00 1509 a o, ro �� BACK
�s � a a s 5� 5o aF - ,�,t'o
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19 .O °- r15j 14Q' \ \ 6 N0. 13 I 30' ACCESS L126
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o� 'j o �cy5. \ \ PRIVATE HOA/DEVELOPER 1 APPROXIMATE LOCjTION
1
LAND
USE SUMMARY
USE
RESIDENTIAL NONRESIDENTIAL
LOTS LOTS
ACREAGE
SINGLE FAMILY
159
30.832
OPEN SPACE
11
79.340
RIGHT—OF—WAY
24,532
SAVE & EXCEPT
5.290
TOTAL
139.994
OWNED AND MAINTAINED NATURAL
O 12 5 ti`' r OPEN SPACE / WELLHEA SA(X5)
p•
a C4� 39,2T "O F `fir, 5 $- 2c3 so `I'd? 25.266 ACRES -j -
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C6 �a �s o- 15CIm 4 s° F p0 0. o I I
5 \ 0 4 o LOT TABULATION
00 °o. 1 �� s \ S85'06'17"E� o Y
MFFE= <i p0 O9 Op 'rr S°, ° ,�y0 10 , ati b-e-_70:50� S8 I ` L' v�
82.40' , 6O' S51 NO. 4 r. r 5 6 .09 O r `N S88°38'42"E e__1 33_39"E yto F m w
d' �s r 1 O ' g -q G � � BLOCK 01 16 LOTS 8 PRIVATE OPEN SPACE LOTS
a6 MFFE= r' F 6' G 00 °o. Sy 1'yO A\ 69.33 225' GAS I CLL 1 w Uj
a BLOCK 02 15 LOTS
782.27' a 00 �• � 0 9 Io SETBACK LINE \ Ia I BLOCK 03 23 LOTS 2 PRIVATE OPEN SPACE LOTS
,5 6 ^� J' S89'38'58"W L75 L74 N89'33'23'E ¢ I I BLOCK 04 37 LOTS
\� O ti , 9 1` _ L73 9 \ 195.43' N
/ y�t� MFFE= j �o `I9\ 51.p90� ,Iy ^ o MF°E 6M OE- 3? FFE 784F38' Z S�? I BLOCK O5 27 LOTS
782.20' 0 O- B5,LB BLOCK 06 14 LOTS
! S o a0 ,50 a N89'38'58"E !� 786.23' 3785.87 3 x MFFE=,►j 39 �y I' O 1 BLOCK 07 18 LOTS
O. O. 1 2 7 ° 783.61 Yt3 !8 � I BLOCK 08 09 LOTS 1 PRIVATE OPEN SPACE LOT
?� > MFFE= ey, o- 7 117.18 0�,, 4 c o 00 N o o c N ow a 8 LOT 8X
, a1 p J M 8 I_ o m 1 g in 15 N 14 i. ,n 13 0 1Y n oo v; �n\ w w PRIVATE HOA/DEVELOPER
G 6, 782.13, 9 F�' N ,d N 'n -+
fP N' ,ON �t JW
I. OWNED AND MAINTAINED y
159 RESIDENTIAL LOTS 11 PRIVATE OPEN SPACE LOTS
ry � p p O • ,O N, .- N O A Z
I O 551 ap O �r a O ri ^ O O^ Z O O '_ `r J - tL \ M J ,= d
O' d 10'UE BL y 20,BL Z w 10 UE vi 20'B '� 4X5 is Y OPEN SPACE v,-
N r O' = L o 12.155 ACRES - SENDERA RA CH EAST
I MFFE= 1 to y 0 (j �M- 60 U0' 58 7 �, _ N DRAINAGE FACILITY 'No a I I o rn PHASE 24
L. I 782.06 e�C, C\T09, , `� u� "'• �- c n C.C.# 20 2-82
IW I I N�8• Jw 'gyp+ 7 ?? 2> S89°38 58 W 298.18 NUEVO RANI' 0 LANE a C33 L7 ��ar- EASEMENT I N N pZ m P.R.D. .T.
146.99 151.19 NC23
W I I / v ^/
/ �9, 50,, 0 ��� ��M 45 0.88'- 6�00 60 86' 0 48 0 0$ _ 4& 75 j -� 3 I I
W �• 3 10. w 20'BL 0'UE ih0 9 �� I N 1..� , _ - , — , , ,A, — - — ,
y �1--- I _ `1 0• �� 1 0 `o a: o 0 0 D 0 7 M �� G5 OS � I MATCHLINE ET
MFFE= m "� 2 0. � CR R m 8 i� 808 9 20 �`r I �E S E
W �j ,r4+ s. 'LO 779.59 M M N N 3 4 5 N 6 r MFFE=, � -M ° y00� w 3 I r H L PLAT
�= \ �- p,.�, p` 4 `'s N� O� 9 MFFE= o MFFE= MFFE MFFE= 773.24 V 9 ai iv N OF
DRAINAGE FACILITY 4 �' P 6• o MFFE= 1 MFFE= r 10 0 11
3 T 1rt 775.75 to 2•>
ti •O 6• 774.94 774.50 774.D6 773.62 8 773.04 N I MADERO
EASEMENT ,� g ti9 9 S� �d, S , , o co
U a 8° O-. 90.49 60.00 60.00 60,00 60.00 48.00 MFFE= MFFE= N o co :'
C.C.#2022-62189 h
H ( I 1� ti0 Sss?. {y . , 63.g 772.83 72.64 MFFE= o o I I OF
Q R.P.R.D.C.T. �P `SOe gX N89 38 58 E 387.92 S>p.1 ? 772.43' z
" , 0 4 63.9 , 1S,g ,
(DRAINAGE FACILITY y� ,0� F N69 38 58 E 391.98 S>0• 0 f lS 2 8 I I LOTS 1 X-8X & 1-16, BLOCK 1; LOTS 1-15, BLOCK 2
EASEMENT LPG �09 O 20' LOT 5X 1 ° 40"F B•gl 4 N89'38 58 E I . e n
/ C.C.#2022-62182 a5 ti PRIVATE HOA/DEVELOPER lss I " S89 39 01 W LOTS 1 X, 2X & 1-23, BLOCK 3; LOTS 1-37, BLOCK 4
R.P.R.D.C.T. OWNED AND MAINTAINED B1 128 56' I I 5/8 CIRF LOTS 1-27 BLOCK 5; LOTS 1-14, BLOCK 6
h OPEN SPACE I "JACOBS" 124.78' '
N89.38'58"E I L " I LOTS 1-18, BLOCK 7, & LOTS 1 X & 1 -9, BLOCK 8
/ 0.519 ACRES I W 1 /2 IRF
/ SENDERA RANCH °p \ �j o I o
PHASE n1-3B 134.705 ACRES
C.C.#2021-221 �/ °r \ LOT 7X m m \ "
\ P.R.D.C.T. cb u' \ COMMUNITY PARK I n 5/8 CIRF o .a / SITUATED IN THE
\ 30.548 ACRES ON s 1gvEY al
JACOBS
\ `� �\�� w 0 � MATTHEW ASHTON SURVEY ABSTRACT N0. 1
EAGLE FEATHER WAY
�\ C.C.# 2021-221\O�— — — SHT NO• A I $ \- CITY OF FORT WORTH, DENTON COUNTY, TEXAS
LEGEND \� P.R.D.C. MATTHABS TRACT �I �� �r I 3
BL BUILDING. SETBACK LINE � 159 RESIDENTIAL LOTS
UE UTILITY EASEMENT O \
^` -� �o � I J�cam° � 00;v° 1 (HOA)PRIVATE .OPEN SPACE .LOTS
IRF IRON ROD FOUND
CIRF CAPPED IRON ROD FOUND O °�
CIRS 5/8 INCH IRON ROD WITH YELLOW ' l\ �Aao9�0� " S�_'�10g 1p7 N89°33'23"E 162.94'
PLASTIC CAP STAMPED "LJA SURVEYING" SET ( c' �r �` V' 1 - - - --r' -'mot_ `� L11T�
PL \ c� F` 7 t�.
P.R.T.C.T. PLAT RECORDS, TARRANT COUNTY, TEXAS a ��`°< 1r ---- `� O
,ate %� cP. ','_ -�----� \ `` I I � I ��'
P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS _ 100 YR ULTIMATE FLOODPLAIN \\(' � I' 5/8"CIRF O.
R.P.R.D.C.T. REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS e �- ?p CITY OF FORT WORTH \� S� C.0 SgNTI N
�L S\ 1 OS, FLOOD STUDY # FSR-20-061 \d #2pp8ARY eS W \ ^I I I� I "JACOBS" i9��
STREET NAME CHANGE \ �F FDP-22-00129 \\\ \�2962jfR fqs I �A0,
OWNER/DEVELOPER:
a � \ \RpRO�f�T �I I IGBTM SENDERA, LLC
L
SENDERA RANCH S 1 17 FgSFM F3\ ` _ _LI14 1
PHASE III, SECTION 2C F 100-YEAR EFFECTIVE ZONE AE FEMA FLOODPLAIN _ _ 5/8"CIRF S`s`3• 2805 N. DALLAS PARKWAY, SUITE 4OO
g CABINET A, SLIDE 11677 �' NT J3 LOMR CASE No. 07-06-0930P \'` �- - ' ��7 I� "JACOBS" 1� 119� PLANO, TEXAS 75093
�gP.I.T.C.T. o� h EFFECTIVE DATE:12/27/20071`�9SPHONE (469) 573-6755
FORT WORT B I I o% FIRM# 48121CO61OG - _ L121 _ L1
t I \ ry MAP DATED: 04/18/2011 5/8" IR w
a
a
LOT 1 X, BLOCK 73 ,2 FLOODPLAIN �--�_-��'�.__----'/'.�
C IT Y P L A N C 0 M M IS S 10 N ` 2
PUBLIC PARK N6 S EASEMENT L12
CITY OF FORT WORTH, TEXAS �'�s I I ��\� ��'2s
THIS PLAT IS VALID ONLY IF RECORDED WITHIN /// L9a _�g9, _ — — 75 02' 295.36
NINETY (90) DAYS AFTER DATE OF APPROVAL / 12.24_ -- ,
S89'27'26"W 1574.49 -`�
`\ LOT 1X, BLOCK 73
Plot Approval Date: PUBLIC PARK ` \, SENDERA RANCH \
'\ PHASE III, SECTION 2C
- CABINET A. SLIDE 11677
N P.R.T.C.T.
By: Chairman
0
N
010
00
0
475.78' N
POINT OF
LOT 62X, BLOCK 73 BEGINNING
PUBLIC COMMUNITY PARK 5/8" IRF
FP-22-022
THIS PLAT FILED IN
ENGINEER/SURVEYOR: Filed for Record
in thefficial
LJA Surveying, Inc. Denton County Record
3017 W 7th Street Phone 817.288.190 On: e,.PL T R co ds
In the :PLAT Records
Suite 300 FINAL PLAT OF MAD
Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No.101943 Doc Number: Pages:
5
Number of Payes: 5
Amount: 250.00
D E C E M B E R 2022
By Aer#G202303290001
SHEET 1 OF 5
II I ~
I � STORM WATER FACILITY
II MAINTENANCE AGREEMENT
DRAINAGE FACILITY \ ` I \ C.C.#2023-10120
WS MINERAL HOLDINGS, LLC I I EASEMENT - \ R.P.R.D.C.T.
C.C.# 2007-143782 I C.C.#2022-66581 \
IR.P.R.D.C.T. 15' WATER FACILITY I R.P.R.D.C.T. 1
EASEMENT i / 15' SEWER FACILITY \ -
C.C.#2022-66545 I / I EASEMENT \ -
R.P.R.D.C.T. �' - - - - - C.C.#2022-66531
- - -I N89.36' 10"E I R.P.R.D.C.T.
50.00' `� �� N89'36'10"E 1495.76'
1455.76'
S89'36'10"W 3779.00' 0 N
\ RANCHO CANYON WAY
LNR AIV LLC 1
STORM WATER FACILITY C.C.# 2022-161445
MAINTENANCE AGREEMENT R.P.R.D.C.T. I
(REMAINDER) C.C.#2023-25120 '
LENNAR HOMES OF TEXAS LAND R.P.R.D.C.T. 30'
AND CONSTRUCTION, LTD. -
C.C.# 2020-204878 15' WATER FACILITY 1
R.P.R.D.C.T. EASEMENT T 225' GAS WELL SETBACK LINE WATER fACILITY EASEMENT
C.C.#2022-62255 CITY PF FORT WORTH
_ R.P.R.D.C.T_ DRAINAGE & SEWER C.C.# 2018-98898 -\
N89.36'1O"E FACILITY EASEMENT R.P.R.D.C.T.
-' STORM�TATER-FACILITY o
MAINTENANCE AGREEMENT O1 C.C.#2022-62247
.00C.C.#20
$0' .D.C.T 37
N89.36'10"E 1063.24' R.t.c.
RANCHO CANYON WAY l 8" CIRF
488.24' -
625.00' �7 10'UE
I 2665.76' 1 v' -
ti-
S89.36'10"W 1066.76' 4 s-- - �ryy 1X N89'3610"E 550.00 g 15.OQ , +
0 ,orb - - - - _ - - - - - - - - �'- - N89 36 10 E 423.95 1X 15.0 g0' , 35' 25' N89'36 10 E 456.09
�� i 160.77' 3 I I 25�0'
60.00' 60.00' 60.00' 65.00' 40' I 40' 65.D0' 60.00' 60.00' 60.00' 60.00 60.00 60.00 .00 65.00 I I
80.00 -- -1 1 3 3 Og 0 0 o "'1 I I
S$9.36'10"1N --_ \ APPROXIMATE CENTERLINE 25' 8.17 3, o 00 O to- � o 0 0 0 0 0 0 0 0 `'
\ 3 o at o
_ (75' DURING CONST.) �r�. Mao 0 0 �n o m 0 0m M o i 4 vi 5 vi 6 vi 7 �n 8 N ui 9 0 M
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I SLOPE EASEMENT DRAINAGE (ACILITY VOL.5021,PG.3507 D.R.D.C.T. - ^ 9 6,1 o - N oo '- o
C.C.#2022-62222 EASEMENT O `�' F' z 0 2000 z I I
R.P.R.D.C.T. \ \ \ 20'BL 10'UE z N Z 10'UEUJI
C.C.#2022-62223 N 0' 0.138� -69:0 60 8@' 609D 0.9fit- 60 0 y Lai
_ R.P.R.D.C.T. n •- 18 2 .00'- SU:00 5. �•� I� x
M 808.50' ( C26 N - �� N89.3610E 888.95' SAN CLEY_ENTE STREET _ V _
I 1 \\" G'1' G 0 - N 625.00' N o I I
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M L / 3 S89.36 10 W d 0 ti W
__y L 263.95 , _ -"To 6098' 6A 8D' OMB'- §8 0 6t�B0 5• � N
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I 0'
f= \� t\\ N o 801F24' 17 to 1 Np 0 14 c o o w 10 UE 20'BL O o 0 0 0 1 25' 25' I W
I\ t0 'r 3 O • O O O
WCAO o jq 00
N89°36'10"E w N89°36'10" �� '� 0 0 0 0 0 0 0 M 0 I O J I 'n
W ` \ 125.00' ,n '� ' N 131.9T N o 18 "' to 17 to 16 to 15 to 14 13 N 12 N 11 N ,ri 10 J T m
N Z N 131.97 Im O N iV N N N N O N O O t� 1 to
20' SANITARY SEWER p MFFE= o Q rri N M ro o s 13 q m 0 T m
\ EASEMENT o 800.80' 16 m m o 0 2 c m P, to a o f I I LOT 1X
I C.C.#2022-62219 tO S89'3610"W z m +• N89'36'10"E �" I I Q
W /\ \ N 9'36'10 E 0
Z \ .#2022-62 - 125.00' N89 36 1 D E 0 r0n I PRIVATE HOA/DEVELOPER g N F''
_ 131 97+ 0 131,97' 25 25 80.00' 3 60.00' 60.00' 60.00' 60.00' 60.00 60.00 60.00 75.00 OWNf�D AND MAINTAINED I N M
J '� \ '� ° o 12 ^'_ o v0i o o - C "' 5.2 6 ACRES OPEN SPACE to N
MFFE= 15 0 (A 6 0 0 0 0 '�
�) \ to 800.36' '� '� '' 3 waL "` W' to N tfi $ 0 0 0 0 0 o N I I I 0
Q \ \ \ \ :P 6'�3"r` 5.2613+ c� 5$1'0S'03" A 1 0 `' 2 ,ri 3 vi 4 v� 5 vi 6 ui 7 to 8 N ,ri 9 I to vt
g _ ( pj]5.2 q2+ Z5, _1 ST 12y.00 ° 126.49' r' -' z� ' `^ N N N o Z
\ \ 12y N 25 p n 5.95 2O'BL �10'UE Z I I
4 O 11 a , 10'UE
m 14 � + g$;60' 5:60' 125' PERMITTED GAS WELL
I U, MFFE= 1 6,13"E J�6' 6"0' O:OOi 0 6898 ��
1 \ \ .0 799.62 , cr T5.2 w N SETBACK FOR
o, 12g.00 , N 12500 i ° N89'36'10"E 533.17' BE"1'TE BRONCO DRIV I HABITABLE STRUCTURES
100 YR ULTIMATE FLOODPLAIN � \ , 12y.00' N L15 1- -
CITY OF FORT WORTH \ \ 0 5 10 233.17' A 300.00' S I I
I FLOOD STUDY # FSR-20-061 \ \ rn 13 o ? Vi w 1OV
FDP-22-00129 \ \ U' MFFE= r^ •26 N b r 108 kUE
100 0 100 JP. 0 799.06' p0 ;d, U, S7 �21 50 �� S89'31'11 "E I . 1 .95'14.83 _ Q10'B 1 0 0 37
tr► a+ 125.00 t 1 wp 27 0 0 to y
to
DRILL SITE
t+ to S89 36 10
12512 � �f 6 9 m t0naao to S89'36'10"W N H89'36'10"E I I N0. 11 I
1 INCH = 100 FT. 4 s o MFFE= 3 S7 N N82'0T23•y�;n 125.00' 125.00 0
\ 125.00' W II
�� \ 0798.12 �` it v 0'So, 9 q Qy o 128.20' oQ, 0 26 W ' c m 2 0 00 m r;l I 225 GAS WELL SETBACK LINE
5.00 top w `� o. a 125, 1 hE �Q �° 2 to o r 0 rS r vi
GBTM SENDERA, LLC \ �• `n - 0 tO "' co to tO N N -
1 \ C.C. 2020-132253 U. MFFE= 11i S, 8� to Nil ° 125.00' ;' 0 125.00' N I i -
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7 3 sas•36'10"w I m s s,1,o I a MATCHLINE SEE SHEET 1 I Nas 32'
` \ \ MFFE= 10 N61 4 , v 140.51 ^ 8125.0 0"E _ 0 125.00'
CF
m 797.38' 25' Z5 J� 1 q 3 " 0 125.00 a ui 34
` ` \ 1, ° ` s og rb 44000? 11 ho. 24 in m 4 4 S87°37'05"E
'? s� .0 4h HS O ^ , S80.28'03"E N82' O J o 0 126.89' �I /
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of , 16g O9„ tB tow 127.26 25' / 225 GAS WELL SETBACK LINE
\ MFFE= ` ° ,,,Q� y„+ 6 A� lAr1 1rO^�`O s ?g, F N71.3S 0 " ^' "> 32
796.07' 6° ? 00. $ a1 `>' b 'ro. ' 12S 2 k h
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IDRAINAGE FACILITY 1 0 `�` c, 11 '00, ,yF. 6°0° �Sp 18 g0 $ 1 r Sri. SS 29 S �' ,N /
( EASEMENT i �2 `r0. 9 M • 7r15/' �S S aj rorO^i 10 OF
C.C. 2022-62213 rn tS '0 0 r ro 7 ? o D / /
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gr. / ` O?� 1D �.KO s ? O Oa L 1 , + '
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�� 1 'ri. O' 'ems tt 6g9°o r��� LOTS 1-27, BLOCK 5; LOTS 1-14, BLOCK 6
1 I �S B rSo `r0. 14
12 LOTS 1-18, BLOCK 7, & LOTS 1 X & 1-9, BLOCK 8
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/ C.C.#2022-62208 ��s s �° o o°° �o ,� 6 �S- / 134.705 ACRES
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THIS PLAT FILED IN
OWNER/DEVELOPER:
GBTM SENDERA, LLC
2805 N. DALLAS PARKWAY, SUITE 400
PLANO, TEXAS 75093
PHONE (469) 573-6755
ENGINEER/SURVEYOR: Filed for Record
in the Official RI
LJA Surveying, Inc. Denton County
-1A
On: 3/29/2023 8;
3017 W 7th Street Phone 817.288.1900 In the PLAT Rec
Suite 3U0 FINAL PLAT OF
Doc Number: 20
Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No.10194382 Number of Page
Amount: 250.00
Order#:2023032�
DECEMBER 2022 By: AG
SHEET 2 OF 5 1
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CITY PLAN C0MMISS10N
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THIS PLAT FILED IN
A
FINAL PLAT
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MADERO
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LOTS 1 X-8X & 1-16, BLOCK 1; LOTS 1-15, BLOCK 2
LOTS 1 X, 2X & 1-23, BLOCK 3; LOTS 1-37, BLOCK 4
LOTS 1-27, BLOCK 5; LOTS 1-14, BLOCK 6
LOTS 1-18, BLOCK 7, & LOTS 1 X & 1-9, BLOCK 8
134.705 ACRES
SITUATED IN THE
MATTHEW ASHTON SURVEY, ABSTRACT NO. 1
CITY OF FORT WORTH, DENTON COUNTY, TEXAS
159 RESIDENTIAL LOTS
11 (HOA)PRIVATE OPEN SPACE LOTS
OWNER/DEVELOPER:
GBTM SENDERA, LLC
2805 N. DALLAS PARKWAY, SUITE 400
PLANO, TEXAS 75093
PHONE (469) 573-6755
Filed I
ENGINEER/SURVEYOR: in the
Dentol
LJA Surveying, Inc. On: 3P
In the
3017 W 7th Street Phone 817.288.1900 FINAL
Suite 300 DOC NI
Numhe
Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No.10194382 Amoun
Order#
DECEMBER 2022 ey. A(
SHEET 3 OF 5
100 0 100
1 INCH = 100 FT.
LINE
BEARING
DISTANCE
L1
N68'38'21 "W
10.20'
L2
N62'05'19"W
50.00'
L3
S57'09'42"W
54.46'
L4
N48'36'50"W
2.00'
L5
N32'50' 18"W
122.47
L6
N5TO9'42"E
123.09'
L8
S09'54'48"W
42.62'
L9
N32'50' 18"W
119.03'
LID
N04'54'38"E
7.55'
L11
N5T09'42"E
22.47'
L13
N45'23'51 "W
7.57'
L14
S14 33'47"E
52.02'
L15
N82'48'18"E
50.00'
L16
S32'50'18"E
50.00,
L17
N76'14'51"W
7.79'
L18
SI2'09'42"W
7.57'
L19
S00'21'02"E
126.76'
L20
S11'28'28"W
15.00'
L21
N4436'10"E
14.14'
L22
N4523'50"W
14.14'
L23
S44'3610"W
14.14'
L24
N45'23'50"W
14.14'
L25
S44'36'10"W
14.14'
L26
N44'36'10"E
14.14'
L27
S45'23'50"E
14.14'
L28
N44'36'10"E
14.14'
L29
N54'48'05"W
14.77'
L30
S45'23'50"E
14.14'
L31
S44'36'10"W
14.14'
L32
N57-09'42"E
110.58'
L33
N75'26'13"E
20.00'
L34
S12'09'42"W
14.14'
L35
S77'50'18"E
14.14'
L36
S45'23'50"E
14.14'
L37
N44'36'10"E
14.14'
L38
N14'33'47 W
70.50'
L39
N08'41'41 "W
51.95'
L40
S09'46'15"W
50.05'
L41
N28-21'07 E
50.05'
L42
N75'26'13"E
64.99'
L43
N40'24'41"E
14.77'
L44
523'09'45"W
83.48'
L45
S33.21-11 "W
83.48'
LINE
BEARING
DISTANCE
L46
N45'23'50"W
14.14'
L47
S43'32 36"W
83.48'
L48
S64'09'58"W
80.44'
L49
N12'09'42"E
14.14'
L50
S7T5O' 18"E
14.14'
L51
S12'09'42_"W
14.14'
L52
S77*50'18"E
14.14'
L55
N44 36 10 E
14.14'
L56
S45'23'50"E
14.14'
L59
NO2'46'16"E
79.60'
L60
N13'01'07"E
84.66'
L61
N23'48'48"E
84.66'
L62
N34 36 30' E
84.66'
L63
N45'24'11"E
84.66'
L64
N55'03'29"E
75.47'
L65
S7T5O'18"E
14.14'
L66
SO1'18'40"W
15.30'
L67
N12'09'42"E
14.14'
L68
S44'38'58"W
14.14'
L69
N7T5O'18"W
14.14'
L70
N81'27'39"E
15.30'
L71
N66'38'10"E
0.54'
L72
N10'12'41"E
119.42'
L73
N81'33'39"W
66.48'
L74
N85'06'17"W
66.48
L75
N88'38'42"W
66.36'
L76
N45'21'02"W
14.14'
L77
H12'06'12"E
14.16'
L78
S44'34'13"W
14.13'
L79
N45'25'47"W
14.15'
L80
S44'34'13"W
14.13'
L81
S4527'44"E
14.14'
L82
S44'32'16"W
14.14'
L83
S61'50'29"E
11.36'
L84
S89'32'43"W
65.00'
L85
N89'21'40"E
84.22'
L86
N44'36'10"E
14.14'
L87
S45'23'50"E
14.14'
L88
N44'36'10"E
14.14'
L89
S45'23'50"E
14.14'
L90
N23'21'50"W
85.61'
L91
N11*1O'58"W
114.33'
L92
N88'31'52"E 1
20.29'
LINE
BEARING
DISTANCE
L93
N78'31'32"W
48.31'
L94
N89'21'40"E
15.27'
L95
S10'12'37"W
31.44'
L96
N79'47'23"W
15.00'
L97
N10*12'37"E
28.56'
L98
I N69'11'08"E
24.50'
L99
S7T03'41 "E
80.80'
L100
S36'57'34"E
15.39'
L101
S28'57'50"E
12.95'
L102
SW11'14 E
159.32'
L103
S54'23'15"E
47.83'
L104
N74'40'05"E
66.99'
L105
S57*30'46"E
51.86'
L106
S79'22'07"E
74.64'
L107
N78'30'43"E
38.10'
L108
N86'42'56"E
77.63'
L109
N54'41'28"E
26.19'
L110
N75'00'32"E
73.44'
L111
S65'41'54"E
126.02'
L112
S82'05'31 "E
60.33'
L113
S49'49 08"E
153.71'
L714
S84.14'30"E
157.34'
L115
S61'31'41"E
38.87'
L116
S77*30'34"E
27.43'
L117
N01'18'50"E
183.03'
L118 1
N13'12 29 E
92.22'
L119
S11'33'36"E
86.84'
L120
SO4'59'48"E
201.80'
L121
S77*30'38"E
58.33'
L122
N83'05'36"E
64.13'
L123
S35'39'22 E
77.14'
LIN
S89'47'58"E
51.63'
L125
S64'42'43"E 1
104.82'
CURVE
CENTRAL ANGLE
RADIUS
CHORD BEARING
CHORD LENGTH
ARC LENGTH
C1
17*31'47"
1145.00'
N80'50'17"E
348.95'
350.31'
C2
1 T 17'07"
1255.00'
N80'43'02"E
377.24'
378.67'
C3
2 51 34
200.00
S29 20 28 W
9.98
9.98
C4
23.14'43"
250.00'
N39'32'03"E
100.73'
101.43'
C5
9'46'14"
125.00'
N4W16'17"E
21.29'
21.32'
C6
6316049"
50.00'
N67*52'16"W
52.46'
55.22'
C7
21'02'22"
25.00'
N43'21'29"W
9.13,
9.18,
C8
131*25*05"
5O.00'
N11'49'52"E
91.15,
114.68'
C9
20'22'43"
25.00'
N67*21'03"E
8.84'
8.89'
CIO
20'22'43"
25.00'
N46.58'21 "E
8.84,
8.89'
C11
131'2WO5'
50.00'
N77*30'28"W
91.15'
114.68'
C12
21'02'22"
25.00'
1 N22'19'07"W
9.13,
9.18,
C13
T52'06"
1280.00'
S73'30'27"W
64.08'
64.08'
C14
14'09'57"
150.00
S07'28'48"E
36.99'
37.09
C15
6'47'52"
150.00'
N86'12'14"E
17.79'
17.80'
C16
71'43'29"
305.00,
S21'17'58"W
357.36'
381.81,
C17
14'09'57"
150.0
NN07'28'48"W
36.99'
37.09'
C18
18'16'31"
150.00,
S23'42"02"E
47.64'
47.84'
C19
57*33'32"
300.00'
S28'22'56"W
288+86'
301.38'
C20
57*33'32"
590.00'
N2W22'56"E
568.10'
592.71'
C21
3229"16"
150.00'
S16'35'40"E
83.92'
85.05'
C22
57*30'44"
150.00'
N61'35'40"W
144.32'
150.57'
C23
11'49'30".
925.00'
N84'26'17"W
190.57'
190.91'
C24
9*46'14"
150.00,
N46'16'17"E
25.55'
25.58'
C25
2314'43"
225.00'
S39'32'02"W
90.66'
91.28'
C26
21'02'22"
25.00'
N79'52'39"W
9.13,
9.18,
C27
132.64'44 550.00'
S44'36'10"W
91.38'
115.26'
C28
21'02'25"
25.00'
N10'55'01 W
9.13'
9.18'
C29
90.00'0O"
56.00,
N44'36'10"E
70.71'
78.54'
C30
90'00'00 550.00'
N12'09'42"E
70.71'
78.54'
C31
64'19'58"
25.00'
S50'37'10"E
26.62'
28.07'
C32
271'09'24"
50.00,
N25'58'07"E
69.99'
236.63'
C33
229'10'59"
25.00'
N84'47'40"E
12.44'
12.57'
C34
234'15"
1255.00'
S73'21'31"W
56.31'
56.31,
C35
76'43'49"
67.50
N40'09'38 W
83.79'
90.40'
C36
90'00'Do"
225.00'
N44'33'23"E
318.20'
353.43'
C37
37' 17'01 "
225.00'
N 19'05'O8"W
143.84'
146.41'
C38
20'41'27"
225.00'
N16'16'36"E
80.81'
81.25'
C39
90'00 00"
225.00'
S44'33'23"W
318.20'
353.43'
C40
90'00100"
225.00'
S45'26'37"E
318.20'
353.43'
C41
90'00 00
50.00'
S77-50.18"E
70.71'
78.54'
FORT WORTH
10hoom
CITY PLAN COMMISSION
CITY OF- FORT WORTH, TEXAS
THIS PLAT IS VALID ONLY IF RECORDED WITHIN
NINETY (90) DAYS AFTER DATE OF APPROVAL
Plat Approval Date:
By. Chairman
By:
Secretary
GRBK EDGEWOOD, LLC
LNR AIV LLC / DRAINAGE & SEWER C.C.#2021-227988
C.C.# 2022-161445 / FACILITY EASEMENT I R.P.R.D.C.T.
R.P.R.D.C.T. C.C.#2022-62247
R.P.R.D.C.T. L85
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LOTS 1-27, BLOCK 5; LOTS 1-14, BLOCK 6
LOTS 1-18, BLOCK 7, & LOTS 1 X & 1-9, BLOCK 8
134.705 ACRES
SITUATED IN THE
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CITY OF FORT WORTH, DENTON COUNTY, TEXAS
159 RESIDENTIAL LOTS
11 (HOA)PRIVATE OPEN SPACE LOTS
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,/DEVELOPER:
GBTM SENDERA, LLC
2805 N. DALLAS PARKWAY, SUITE 400
PLANO, TEXAS 75093
PHONE (469) 573-6755
ENGINEER/SURVEYOR: Filed for Record
LJA Sl/N@ in IncAAA in the Official Records Of:
Y 9, . Denton County
3017 W 7th Street Phone 817.288.1900 on: 3 PLAT 3 8-18 s 2 AM
In theSuite 300 FINAL PLAT OF MADERO
Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No.10194382 Doc Number: 2023-96
Number of Pages: 5
Amount: 250.00
Order#:
DECEMBER 2022 By: AG
THIS PLAT FILED IN SHEET 4 0175 �
NOTES
1. HORIZONTAL DATUM: THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH
CENTRAL ZONE, NAD83 (NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES
SHOWN HEREON ARE THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00015063 FROM THE
ORIGIN (0,0).
2. ALL SET CORNERS ARE 518 INCH IRON RODS WITH PLASTIC CAPS STAMPED "LJA SURVEYING" UNLESS OTHERWISE
NOTED.
3. THE CITY OF FORT WORTH HAS AN ORDINANCE IMPLEMENTING THE ASSESSMENTAND COLLECTION OF WATER
AND WASTEWATER IMPACT FEES. THE TOTAL AMOUNT ASSESSED IS ESTABLISHED ON THE RECORDATION DATE OF
THIS PLAT APPLICATION, BASED UPON SCHEDULE I OF THE CURRENT IMPACT FEE ORDINANCE. THE AMOUNT TO BE
COLLECTED IS DETERMINED UNDER SCHEDULE If THEN IN EFFECT ON THE DATE A BUILDING PERMIT IS ISSUED, OR
THE CONNECTION DATE TO THE MUNICIPAL WATER AND/OR WASTEWATER SYSTEM.
4. ANY PUBLIC FRANCHISED UTILITY, INCLUDING THE CITY OF FORT WORTH, SHALL HAVE THE RIGHT TO MOVE AND
KEEP MOVED ALL OR PART OF ANY BUILDING, FENCE, TREE, SHRUB, OTHER GROWTH OR IMPROVEMENT WHICH IN
ANY WAY ENDANGERS OR INTERFERES WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS
RESPECTIVE SYSTEMS ON ANY OF THE EASEMENTS SHOWN ON THE PLAT; AND THEY SHALL HAVE THE RIGHT AT
ALL TIMES TO INGRESS AND EGRESS UPON SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTION,
RECONSTRUCTION, INSPECTION, PATROLLING, MAINTAINING, AND ADDING TO OR REMOVING ALL OR PART OF ITS
RESPECTIVE SYSTEMS WITHOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE.
5. A SITE DRAINAGE STUDY, SHOWING CONFORMANCE WITH THE APPROVED ROADWAY DRAINAGE PLAN, MAY BE
REQUIRED BEFORE ANY BUILDING PERMIT IS ISSUED ON THIS SITE. (A GRADING PLAN IN SOME INSTANCES MAY BE
ADEQUATE.) IF THE SITE DOES NOT CONFORM, THEN A DRAINAGE STUDY MAY BE REQUIRED, ALONG WITH A CFA
FOR ANY NECESSARY DRAINAGE IMPROVEMENTS. THE CURRENT OWNER SHALL SUBMIT A LETTER TO THE
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS DIRECTOR STATING AWARENESS THAT A SITE DRAINAGE
STUDY WILL BE REQUIRED BEFORE ANY PERMIT IS ISSUED. THE CURRENT OWNER WILL INFORM EACH BUYER OF
THE SAME.
6. NO BUILDING PERMITS SHALL BE ISSUED FOR ANY LOT IN THIS SUBDIVISION UNTIL AN APPROPRIATE CFA OR
OTHER ACCEPTABLE PROVISIONS ARE MADE FOR THE CONSTRUCTION OF ANY APPLICABLE WATER, SEWER,
STORM DRAIN, STREET LIGHTS, SIDEWALKS OR PAVING IMPROVEMENTS; AND APPROVAL IS FIRST OBTAINED
FROM THE CITY OF FORT WORTH.
7. SIDEWALKS ARE REQUIRED ADJACENT TO BOTH SIDES OF ALL PUBLIC AND PRIVATE STREETS, IN CONFORMANCE
WITH THE SIDEWALK POLICY PER CITY DEVELOPMENT DESIGN STANDARDS.
8. NO PERMANENT BUILDINGS OR STRUCTURES SHALL BE CONSTRUCTED OVER ANY EXISTING OR PLATTED WATER,
SANITARY SEWER, DRAINAGE, GAS, ELECTRIC, CABLE OR OTHER UTILITY EASEMENT OF ANY TYPE.
9. SUBJECT TRACT IS AFFECTED BY 100-YEAR FLOODPLAIN PER FEMA - FLOOD INSURANCE RATE MAP NUMBER
48121CO610 G, DATED APRIL 18, 2011,
10. PARKWAY IMPROVEMENTS SUCH AS CURB AND GUTTER, PAVEMENT TIE-IN, DRIVE APPROACHES, SIDEWALKS AND
DRAINAGE INLETS MAY BE REQUIRED AT TIME OF BUILDING PERMIT ISSUANCE VIA A PARKWAY PERMIT.
11. THE CITY OF FORT WORTH HAS AN ORDINANCE IMPLEMENTING THE ASSESSMENT AND COLLECTION OF
TRANSPORTATION IMPACT FEES. THE TOTAL AMOUNT ASSESSED IS ESTABLISHED ON THE APPROVAL DATE OF THIS
PLAT APPLICATION, BASED UPON SCHEDULE 1 OF THE IMPACT FEE ORDINANCE IN EFFECT AS OF THE DATE OF THE
PLAT. THE AMOUNT TO BE COLLECTED IS DETERMINED UNDER SCHEDULE 2 OF SAID ORDINANCE, AND IS DUE ON
THE DATE A BUILDING PERMIT IS ISSUED.
12. THE CITY OF FORT WORTH SHALL NOT BE HELD RESPONSIBLE FOR THE CONSTRUCTION, MAINTENANCE OR
OPERATION OF ANY LOTS CONTAINING PRIVATE COMMON AREAS OR FACILITIES IDENTIFIED AS SUCH ON THIS PLAT.
SAID LOTS AND FACILITIES SHALL INCLUDE, BUT ARE NOT LIMITED TO: PRIVATE STREETS, EMERGENCY ACCESS
EASEMENTS, AND GATED PRIVATE ENTRANCES, RECREATION, LANDSCAPE, AND OPEN SPACE AREAS; WATER AND
WASTEWATER DISTRIBUTION, COLLECTION, AND TREATMENT FACILITIES, AND CLUBHOUSE, RECREATION
BUILDINGS AND OUTDOOR FACILITIES.
THE LANDOWNERS AND SUBSEQUENT OWNERS OF THE LOTS AND PARCELS IN THIS SUBDIVISION, ACTING
JOINTLY AND SEVERALLY AS A LAND OWNERS ASSOCIATION, SHALL BE RESPONSIBLE FOR SUCH CONSTRUCTION,
RECONSTRUCTION, MAINTENANCE AND OPERATION OF THE SUBDIVISION'S PRIVATE COMMON AREAS AND
FACILITIES, AND SHALL AGREE TO INDEMNIFY AND HOLD HARMLESS THE CITY OF FORT WORTH, TEXAS, FROM ALL
CLAIMS, DAMAGES AND LOSSES ARISING OUT OF, OR RESULTING FROM THE PERFORMANCE OF THE OBLIGATIONS
OF SAID OWNERS ASSOCIATION, AS SET FORTH HEREIN.
13. PURSUANT TO THE FORT WORTH CITY CODE, NO BUILDING(S) NOT NECESSARY TO THE OPERATION OF AN OIL OR
GAS WELL SHALL BE CONSTRUCTED WITHIN THE SETBACKS REQUIRED BY THE CURRENT GAS WELL ORDINANCE
AND ADOPTED FIRE CODE FROM ANY EXISTING OR PERMITTED OIL OR GAS WELL BORE. THE DISTANCE SHALL BE
MEASURED IN A STRAIGHT LINE FROM THE WELL BORE TO THE CLOSEST EXTERIOR POINT OF THE BUILDING,
WITHOUT REGARDS TO INTERVENING STRUCTURES OR OBJECTS.
14. PRIVATE P.R.V.'S WILL BE REQUIRED: WATER PRESSURE EXCEEDS 80 P.S.I.
15. FLOODPLAIN RESTRICTION: NO CONSTRUCTION SHALL BE ALLOWED WITHIN THE FLOODPLAIN EASEMENT, WITHOUT
THE WRITTEN APPROVAL OF THE DIRECTOR OF TRANSPORTATION AND PUBLIC WORKS. IN ORDER TO SECURE
APPROVAL, DETAILED ENGINEERING PLANS AND/OR STUDIES FOR THE IMPROVEMENTS, SATISFACTORY TO THE
DIRECTOR, SHALL BE PREPARED AND SUBMITTED BY THE PARTY(S) WISHING TO CONSTRUCT WITHIN THE
FLOOD -PLAIN. WHERE CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF
TWO (2) FEET ABOVE THE FLOODPLAIN BASE FLOOD ELEVATION RESULTING FROM ULTIMATE DEVELOPMENT OF
THE WATERSHED.
16. FLOOD PLAIN/DRAINAGE WAY MAINTENANCE:THE EXISTING CREEK, STREAM, RIVER, OR DRAINAGE CHANNEL
TRAVERSING ALONG OR ACROSS PORTIONS OF THIS ADDITION, WILL REMAIN UNOBSTRUCTED AT ALL TIMES AND
WILL BE MAINTAINED BY THE INDIVIDUAL LOT OWNERS WHOSE LOTS ARE TRAVERSED BY, OR ADJACENT TO, THE
DRAINAGE -WAYS. THE CITY OF FORT WORTH WILL NOT BE RESPONSIBLE FOR THE MAINTENANCE, EROSION
CONTROL, AND/OR OPERATION OF SAID DRAINAGE -WAYS. PROPERTY OWNERS SHALL KEEP THE ADJACENT
DRAINAGE -WAYS TRAVERSING THEIR PROPERTY CLEAN AND FREE OF DEBRIS, SILT OR OTHER SUBSTANCES
WHICH WOULD RESULT IN UNSANITARY CONDITIONS, AND THE CITY SHALL HAVE THE RIGHT OF ENTRY FOR THE
PURPOSE OF INSPECTING THE MAINTENANCE WORK BY THE PROPERTY OWNERS. THE DRAINAGE -WAYS ARE
OCCASIONALLY SUBJECT TO STORM WATER OVERFLOW AND/OR BANK EROSION THAT CANNOT BE DEFINED. THE
CITY OF FORT WORTH SHALL NOT BE LIABLE FOR ANY DAMAGES RESULTING FROM THE OCCURRENCE OF THOSE
PHENOMENA, NOR THE FAILURE OF ANY STRUCTURE(S) WITHIN THE DRAINAGE -WAYS. THE DRAINAGE -WAY
CROSSING EACH LOT IS CONTAINED WITHIN THE FLOODPLAIN EASEMENT LINE AS SHOWN ON THE PLAT.
FORT WORTH
0
v
0
r
CITY PLAN COMMISSION
CITY OF FORT WORTH, TEXAS
a THIS PLAT IS VALID ONLY IF RECORDED WITHIN
' NINETY (90) DAYS AFTER DATE OF APPROVAL
Plat Approval Date: 7v2,
s
By: Chairman
By: j Se retary
OWNER'S CERTIFICATE
STATE OF TEXAS )(
COUNTY OF DENTON )(
KNOW ALL MEN BY THESE PRESENTS THAT GBTM SENDERA, LLC, LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION,
LTD, WS MINERAL HOLDINGS, LLC, AND SENDERA RANCHO, LLC ARE THE OWNERS OF A 139.994 ACRE TRACT OF LAND
SITUATED IN THE MATTHEW ASHTON SURVEY, ABSTRACT NO. 1, CITY OF FORT WORTH, DENTON COUNTY, TEXAS, AND
BEING A PORTION OF THOSE TRACTS OF LAND DESCRIBED TO GBTM SENDERA, LLC, AS RECORDED IN COUNTY CLERKS FILE
NO. 2020-132253, REAL PROPERTY RECORDS, DENTON COUNTY TEXAS; WS MINERAL HOLDINGS, LLC AS RECORDED 1N
COUNTY CLERKS FILE NO. 2007-143782, REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS; LENNAR HOMES OF TEXAS
LAND AND CONSTRUCTION, LTD AS RECORDED IN COUNTY CLERKS FILE NO.2020-204878, REAL PROPERTY RECORDS,
DENTON COUNTY TEXAS; SENDERA RANCHO LLC AS RECORDED IN COUNTY CLERKS FILE NO.2021-194443, REAL
PROPERTY RECORDS, DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS
FOLLOWS:
BEGINNING AT A 5/8-INCH IRON ROD FOUND FOR THE SOUTHEAST CORNER OF SAID GBTM SENDERA, LLCTRACT, SAME
BEING THE NORTHEAST CORNER OF LOT 62X, BLOCK 73 OF SENDERA RANCH PHASE III, SECTION 2C, AS RECORDED IN
CABINET A, SLIDE 11677, PLAT RECORDS, TARRANT COUNTY, TEXAS;
THENCE WITH THE NORTH LINE OF SAID SENDERA RANCH PHASE III, SECTION 2C, THE FOLLOWING COURSES AND
DISTANCES:
SOUTH 89.27'26" WEST, A DISTANCE OF 1,574.49 FEET TO 5/8-INCH IRON ROD WITH CAP STAMPED "LJA
SURVEYING" SET (HEREAFTER REFERRED TO AS "IRON ROD SET");
NORTH 32'48'28" WEST, A DISTANCE OF 576.04 FEET TO AN IRON ROD SET;
NORTH 68°38'21" WEST, A DISTANCE OF 10.20 FEET TO AN IRON ROD SET FOR THE BEGINNING OF A NON -TANGENT
CURVE TO THE LEFT, HAVING A RADIUS OF 200.00 FEET, AND A CHORD THAT BEARS SOUTH 29-20'28" WEST, 9,98
FEET,
WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 02'51'34", AN ARC -DISTANCE OF 9.98 FEET TO A
5/8-INCH IRON ROD FOUND;
THENCE DEPARTING SAID NORTH LINE, OVER AND ACROSS SAID GBTM TRACT THE FOLLOWING COURSES AND DISTANCES:
NORTH 62°05'19" WEST, A DISTANCE OF 50.00 FEET TO AN IRON ROD SET FOR THE BEGINNING OF A NON -TANGENT
CURVE TO THE RIGHT, HAVING A RADIUS OF 250.00 FEET, AND A CHORD THAT BEARS NORTH 39°32'03" EAST, 100.73
FEET;
WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 23'14'43", AN ARC -DISTANCE OF 101.43 FEET TO
AN IRON ROD SET;
NORTH 51*09*24" EAST, A DISTANCE OF 204.19 FEET TO AN IRON ROD SET FOR THE BEGINNING OF A CURVE TO THE
LEFT, HAVING A RADIUS OF 125.00 FEET, AND A CHORD THAT BEARS NORTH 46-16'17" EAST, 21.29 FEET;
WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 09-46-14", AN ARC -DISTANCE OF 21.32 FEETTO AN
IRON ROD SET;
NORTH 48'36'50" WEST, A DISTANCE OF 129.78 FEETTO AN IRON ROD SET,
NORTH 32'50'18" WEST, A DISTANCE OF 192.76 FEET TO AN IRON ROD SET;
SOUTH 57°09'42" WEST, A DISTANCE OF 54.45 FEET TO AN IRON ROD SET,
NORTH 48'36'50" WEST, A DISTANCE OF 2.00 FEET TO AN IRON ROD SET,
NORTH 32'50'18" WEST, A DISTANCE OF 122.47 FEET TO AN IRON ROD SET FOR THE BEGINNING OF A NON -TANGENT
CURVE TO THE RIGHT, HAVING A RADIUS OF 50.00 FEET, AND A CHORD THAT BEARS NORTH 67°52'16" WEST, 52.46
FEET,
WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 63-16-49", AN ARC -DISTANCE OF 55.22 FEET TO
AN IRON ROD SET;
SOUTH 57'09'42" WEST, A DISTANCE OF 250.09 FEET TO AN IRON ROD SET;
NORTH 32'50'18" WEST, A DISTANCE OF 265.00 FEET TO AN IRON ROD SET,
NORTH 57°09'42" EAST, A DISTANCE OF 255.00 FEETTO AN IRON ROD SET;
NORTH 32.50'18" WEST, A DISTANCE OF 295.83 FEET TO AN IRON ROD SET FOR THE BEGINNING OF A CURVE TO THE
LEFT, HAVING A RADIUS OF 25.00 FEET, AND A CHORD THAT BEARS NORTH 43.21'29" WEST, 9.13 FEET;
WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 21-02'22", AN ARC -DISTANCE OF 9.18 FEET TO AN
IRON ROD SET FOR THE BEGINNING OF A REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 50.00 FEET, AND A
CHORD THAT BEARS NORTH 11.49'52" EAST, 91.15 FEET;
WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 131-25-05", AN ARC -DISTANCE OF 114.68 FEET TO
AN IRON ROD SET FOR THE BEGINNING OF A REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 25.00 FEET, AND A
CHORD THAT BEARS NORTH 67°21'03" EAST, 8.84 FEET;
WITH SAID CURVE TO THE LEFT, THROUGH A, CENTRAL ANGLE OF 20°22'43", AN ARC -DISTANCE OF 8.89 FEET TO AN
IRON ROD SET;
NORTH 57.09'42" EAST, A DISTANCE OF 123.09 FEET TO AN IRON ROD SET,
NORTH 32'50'18" WEST, A DISTANCE OF 119.03 FEET TO AN IRON ROD SET;
NORTH 04'54'38" EAST, A DISTANCE OF 7.55 FEET TO AN IRON ROD SET;
NORTH 57'09'42" EAST, A DISTANCE OF 22.47 FEET TO AN IRON ROD SET;
NORTH 14'33'47" WEST, A DISTANCE OF 394.68 FEET TO AN IRON ROD SET;
NORTH 00'23'50" WEST, A DISTANCE OF 375.58 FEET TO AN IRON ROD SET;
SOUTH 89°36'10" WEST, A DISTANCE OF 1,066.76 FEET TO AN IRON ROD SET,
SOUTH 44°3413" WEST, A DISTANCE OF 14.13 FEET TO AN IRON ROD SET;
SOUTH 89'36'10" WEST, A DISTANCE OF 80.00 FEET TO AN IRON ROD SET;
NORTH 45°25'47" WEST, A DISTANCE OF 14.15 FEET TO AN IRON ROD SET;
SOUTH 89'36'10" WEST, A DISTANCE OF 970.00 FEET TO AN IRON ROD SET,
SOUTH 44'34'13" WEST, A DISTANCE OF 14.13 FEET TO AN IRON ROD SET;
SOUTH 00'27'44" EAST, A DISTANCE OF 401.14 FEET TO AN IRON ROD SET;
SOUTH 45.27'44" EAST, A DISTANCE OF 14.14 FEET TO AN IRON ROD SET;
SOUTH 00'27'44" EAST, A DISTANCE OF 50.00 FEET TO AN IRON ROD SET,
SOUTH 44'32'16" WEST, A DISTANCE OF 14.14 FEET TO AN IRON ROD SET;
SOUTH 00°27'44" EAST, A DISTANCE OF 772.88 FEET TO AN IRON ROD SET;
SOUTH 61'50'29" EAST, A DISTANCE OF 11.36 FEET TO AN IRON ROD SET;
SOUTH 00'27'17" EAST, A DISTANCE OF 540.20 FEET TO AN IRON ROD SET;
SOUTH 89'32'43" WEST, A DISTANCE OF 65.00 FEET TO AN IRON ROD SET ON THE WEST LINE OF SAID GBTM
SENDERA, LLC TRACT,
THENCE WITH THE WEST LINE OF SAID GBTM SENDERA TRACT THE FOLLOWING COURSES AND DISTANCES:
NORTH 00°27'17" WEST, A DISTANCE OF 345.66 FEET TO A 5/8-INCH IRON ROD FOUND;
NORTH 00'27'36" WEST, PASSING A 5/8-INCH IRON ROD FOUND FOR THE SOUTHWEST CORNER OF SAID SENDERA
RANCHO TRACT, SAME BEING THE NORTHWEST CORNER OF SAID GBTM SENDERA TRACT AT 1509.06 FEET, A TOTAL
DISTANCE OF 1564.06 FEET;
THENCE NORTH 89'36'10" EAST, OVER AND ACROSS SAID SENDERA RANCHO TRACT, PASSING THE EAST LINE OF SAME
TRACTAT 422.57 FEET, A TOTAL DISTANCE OF 1050.06 FEETTO AN IRON ROD SET;
THENCE OVER AND ACROSS SAID WS MINERAL HOLDINGS TRACT, THE FOLLOWING COURSES AND DISTANCES:
NORTH 44'36'10" EAST, A DISTANCE OF 14.14 FEET TO AN IRON ROD SET;
NORTH 89'36'10" EAST, A DISTANCE OF 50.00 FEET TO AN IRON ROD SET;
SOUTH 45'23'50" EAST, A DISTANCE OF 14.14 FEETTO AN IRON ROD SET;
NORTH 89'36'10" EAST, PASSING THE WEST LINE OF SAID LENNAR HOMES TRACT AT 422.57 FEET, ATOTAL DISTANCE
OF 1495.76 FEET TO AN IRON ROD SET;
THENCE CONTINUING OVER AND ACROSS SAID LENNAR HOMES TRACT, THE FOLLOWING COURSES AND DISTANCES:
NORTH 44'36'10" EAST, A DISTANCE OF 14.14 FEETTO AN IRON ROD SET;
NORTH 89'36'10" EAST, A DISTANCE OF 80.00 FEETTO AN IRON ROD SET;
SOUTH 45'23'50" EAST, A DISTANCE OF 14.14 FEET TO AN IRON ROD SET;
NORTH 89"36'10" EAST, A DISTANCE OF 1,063.24 FEET TO AN IRON ROD SET FOR THE BEGINNING OF A CURVE TO
THE LEFT, HAVING A RADIUS OF 1,145.00 FEET, AND A CHORD THAT BEARS NORTH 80.50'17" EAST, 348.95 FEET;
WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 17'31'47", AN ARC -DISTANCE OF 350.31 FEETTO
AN IRON ROD SET FOR THE BEGINNING OF A REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 1,255.00 FEET,
AND A CHORD THAT BEARS NORTH 80'43'02" EAST, 377.24 FEET;
WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 17°1716", AN ARC -DISTANCE OF 378.67 FEET TO
AN IRON ROD SET;
NORTH 89'21'40" EAST, A DISTANCE OF 84.22 FEET TO AN IRON ROD SET ON THE EAST LINE OF SAID LENNAR HOMES
TRACT;
THENCE SOUTH 00°19'50" EAST, PASSING AT A DISTANCE OF 53.65 FEETTHE SOUTHEAST CORNER OF SAID LENNAR
HOMES TRACT, SAME BEING THE NORTHEAST CORNER OF SAID GBTM SENDERA TRACT, WITH THE EAST LINE OF SAID
GBTM SENDERA TRACT, A TOTAL DISTANCE OF 2,307.95 FEET TO A 1/2-INCH IRON ROD FOUND;
THENCE CONTINUING WITH THE EAST LINE OF SAID GBTM SENDERA TRACT, THE FOLLOWING COURSES AND DISTANCES:
SOUTH 89'39'01" WEST, A DISTANCE OF 124.78 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED "JACOBS";
SOUTH 00'17'57" EAST, A DISTANCE OF 80.02 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED "JACOBS";
SOUTH 04'26'41" WEST, A DISTANCE OF 186.62 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED "JACOBS";
SOUTH 30.07'30" EAST, A DISTANCE OF 90.08 FEET TO A 5/8-INCH IRON ROD WITH CAP STAMPED "JACOBS' ;
SOUTH 53'49'05" EAST, A DISTANCE OF 118.95 FEET TO A REENTRANT CORNER OF SAID GBTM SENDERA TRACT,
FROM WHICH A 5/8-INCH IRON ROD FOUND BEARS SOUTH 62-28'21" WEST, A DISTANCE OF 0.57 FEET,
SOUTH 00'19'52" EAST, A DISTANCE OF 82.91 FEET TO THE POINT OF BEGINNING AND CONTAINING A GROSS
CALCULATED AREA OF 139.994 ACRES (6,098,147 SQ. FEET) OF LAND, SAVE AND EXCEPT A 5.289 ACRE TRACT OF
LAND DESCRIBED AS LOT 1X, BLOCK 400 OF SENDERA RANCH, AS SHOWN BY PLAT RECORDED IN COUNTY CLERKS FILE
NO. 2009-104, PLAT RECORDS, DENTON COUNTY, TEXAS, FOR A NET CALCULATED AREA OF 134.705 ACRES
(S,867,756 SQ. FEET) OF LAND.
TO BE KNOWN AS:
LOTS 1X-8X & 1-16, BLOCK 1; LOTS 1-15, BLOCK 2; LOTS 1X, 2X & 1-23, BLOCK 3; LOTS 1-37, BLOCK 4;
LOTS 1-27, BLOCK 5; LOTS 1-14, BLOCK 6; LOTS 1-18, BLOCK 7, & LOTS 1X & 1-9, BLOCK 8
MADERO
AN ADDITION TO THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS AND DO HEREBY DEDICATE TO THE PUBLIC USE
FOREVER THE EASEMENTS AND RIGHTS -OF -WAY AS SHOWN HEREON.
EXECUTED THIS 1 L__ DAY OF W46'06e, A.D. 2022.
GBTM SENDERA, LLC
A B LIMITED LIABILITY COMPANY
mwow:„J
BY:
NAME: SAAauE1-
TITLE: kv
STATE OF TEXAS u X
COUNTY OF _��Q-1 )(
BEFORE ME, THE UNDERSI NED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY
PERSONALLY APPEARED SM MELKNOWN TOME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE
FOREGOING INSTRUMENT AND ACKNOWLEDGED TOME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND
CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED,
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE DAY OFA.D. 2022.
NOTARY PUBL1C IN AND FOR THE STATE OF TEXAS
KATHRYN ODOM
MY COMMISSION EXPIRES:
ot* ueL�-Notary Public, State of Texas
= Comm. Expires 01-22-2024
� Notary ID 132324493
LENNAR HOMES OF TEXAS LAND
AND CONSTRUCTION, LTD.,
A TEXAS LIMITED PARTNERSHIP
BY: U.S. HOME LLC, A DELAWARE LIMITED
LIABILITY COMPANY (AS SUCCESSOR -IN -INTEREST
BY CONVE TO U.S. HOME CORPORATION,
A DELA RE ORPORATIOWITGENERAL PARTNER
BY:
NAME:
TITLE:
STATE OF T $ )(
COUNTY OF -x )(
BEFORE ME, THE UND-E� G�^N�E-D AUTHQ� IT�Y, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY
PERSONALLY APPEAR��"-+r "'��¢ r , KNOWN TOME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE
FOREGOING INSTRUMENT AND ACKNOWLEDGED TOME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND
CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.
GI UNDER MY HAND AND SEAL OF OFFICE THIS THE 20V%DAY OA- A.D. 2022.
NOTARY PUBLIC IN AND FQR STATE OF TEXAS apEl
SALGADO
1 c_ 25169119MY COMMISSION EXPIREA_AbL %- �-lt,�ion ExpiresJ 8, 2025
W.S. MINERAL HOLDINGS, LLC
A TEXAS LIMITED LIABILITY COMPANY
BY:
NAME: WEHRDAD MOAYEDI `
TITLE: MANAGER
STATE OF TEXAS )(
COUNTY OF a� )(
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY
PERSONALLY APPEARED MEHRDAD MOAYEDI, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE
FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND
CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.
GIVEN)UNDER MY HAND AND SEAL OF OFFICE THIS THE Ocr DAY OF, A.D. 2022.
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS
4.av ouB LAURA WAYLANO
MY COMMISSION EXPIRES: 7� _° Notary ID #1" Expir
r My Com42
mission Expires
July 14, 2024
SENDERA RANCHO, LLC
A'ayac, cly ae a Lia, it Cowt y
BY:
NAME: ThOWtQC_
TITLE: MltYll1QP12
J
STATE OF TEXAS X
COUNTY OFCO V\ X
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY
PERSONALLY APPEARED-FOIA ,'L_Via (W KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE
FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE AND
CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.
'IV N UND MY HAND AND SEAL OF OFFICE THIS THE DAY OF re m%1 A.D. 2022.
ARY PUBLIC IN R TH ATE OF TEXAS `� SARAH RENAE DUGARD-SMITH
-``S�Y PU@','
__:' Notary Public, State of Texas
MY COMMISSION EXPIRES: �'a "5s::+Q Comm. Expires 06-30-2024
Notary ID 132547485
'�nnna`
THE CITY OF FORT WORTH
A
FINAL PLAT
OF
MADERO
OF
LOTS 1 X-8X & 1-16, BLOCK 1; LOTS 1-15, BLOCK 2
LOTS 1 X, 2X & 1-23, BLOCK 3; LOTS 1-37, BLOCK 4
LOTS 1-27, BLOCK 5; LOTS 1-14, BLOCK 6
LOTS 1-18, BLOCK 7, & LOTS 1 X & 1-9, BLOCK 8
134.705 ACRES
SITUATED IN THE
MATTHEW ASHTON SURVEY, ABSTRACT NO. 1
CITY OF FORT WORTH, DENTON COUNTY, TEXAS
159 RESIDENTIAL LOTS
11 (HOA)PRIVATE OPEN SPACE LOTS
BY:
NAME:
TITLE:
OWNER/DEVELOPER:
GBTM SENDERA, LLC
SURVEYOR'S CERTIFICATE 2805 N. DALLAS PARKWAY, SUITE 400
PLANO, TEXAS 75093
I, AARON C. BROWN, REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THE PLAT SHOWN HEREON PHONE (469) 573-6755
DOES ACCURATELY REPRESENT THE PROPERTY AS DETERMINED BY AN ON THE GROUND SURVEY, MADE UNDER MY DIRECT .r vlOR
SUPERVISION, AND THAT ALL CORNERS ARE AS SHOWN. BOA T
ENGINEER/SURVEYOR:
PEE �oRT�+ y LJA Surveying, Inc.
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Filed for Record
in the Official Re
Denton County
On: 3/29/2023 8:1
In the PLAT RecB
FINAL PLAT OF 6
Doc Number: 202
Number of Pages
Amount: 250.00
Orderl/:20230329(
By: AG
kAkON C. BFZ6WN a �� Fa • °� �A4,�,' 3017 W 7th Street Phone 817.288.1900
REGISTERED PROFESSIONAL LAND SURVEYOR
TEXASREGISTRATION NO, 6702 ............................. Suite 300
AARON C. BROWN �� Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No.10194382
DATE: DECEMBER 14, 2022 ^.-o 6702 - °
�°°•�P�F OAP `� ��:�
9�o suR�� DECEMBER 2022
THIS PLAT FILED IN SHEET 5 OF 5
:ords Of:
8:12 AM
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